Tender For Development Of Pwd Gully Road I.E (I) Shibbari Road (L= 0.65 Km) Of Dharmanagar Municipal Council Under Pwd (R&B) Dharmanagar Sub-Division / Sh: Gsb, Wbm, 80 Mm Paver Block And Cross Drainaige Structurtes & Protection Works Etc.
Tender Value
1.16 Crore
Estimated cost
Bid Submission
08 Oct 2026
0 days left
EMD
2.32 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Pwd Gully Road I.E (I) Shibbari Road (L= 0.65 Km) Of Dharmanagar Municipal Council Under Pwd (R&B) Dharmanagar Sub-Division / Sh: Gsb, Wbm, 80 Mm Paver Block And Cross Drainaige Structurtes & Protection Works Etc.
BOQ
| Sl. No. | Item Description |
| 1 | Scarifying Existing Bituminous Surface to a depth of 150 mm by Mechanical MeansScarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4. |
| 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause303.1. |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.(i) For Grading - I Material (jhama brick aggreate) |
| 4 | (iii) WBM Grading - 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405.(A) By Manual Means |
| 5 | Repairs of damages caused by rain/spillage of waterPreparation and surface treatment of formation by removing mud and slurry,watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile an rolling with three wheel 80 100 kN static roller, complete as per Technical Specification Clause 301.5.5.1. |
| 6 | 80 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-3 grade with approved colour, design and pattern. |
| 7 | Excavation for Structures Without dewateringEarthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal ofstumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.A. Ordinary Soil(i) Upto 3 m depth |
| 8 | Filling in foundation trenches as per drawing & MoRDtechnical specification Clause 305.3.9, 1200I Sand Filling |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings& MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, stagingetc. but excluding reinforcementI P.C.C grade M 10(i) Nominal mix 1:3:6 |
| 10 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per MoRD technical specification Clauses 613.4 & 1204. |
| 11 | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing facecomplete as per drawing and MoRT&H technical specification clauses 2706, 2200. |
| 12 | Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not lessthan 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surfacebehind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing andMoRD technical specification clause 1204.3.8. |
| 13 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)(I) P.C.C grade M 15 (1:2.5:5 Nominal mix) |
| 14 | (VI) R.C.C grade M-25 i) upto 5 m height |
| 15 | (IV) R.C.C grade M 20 |
| 16 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. |
| 17 | Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. But excluding reinforcement)(I) Cement concrete grade M 10 in case of concrete block pitching(i) Nominal mix 1:3:6 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender Documents
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